Beam Deflections - Drawing Conjugate Beams - Structural Analysis

[@jackgergel7633]

This dude is NICE at structural analysis

[@RohanRonQM]

Thanks your voice is alive again!

[@dejavu824]

you da real MVP :')

[@structurefree]

Devraj Oza structure fo-rizzle.

[@erdub84]

simple, informative, awesome.

[@447kraken]

Thank you really much!

[@live-concept]

thank you bro!!

[@abswing5]

What if there was already an external moment on the real beam , how to deal with it? I hope you answer me 😢

[@structurefree]

it only changes the M/EI diagram, which acts as the loading on the conjugate beam.

[@MrVampirehunter1309]

Doesn' the roller become a hinge and since its connecting to nothing a free end in the last example

[@Bel...QWERTY1]

Inside the conclusion of slope deflection method rules there is a indeterminant beam so the conjucate beam was unstable and althought of that he just keep exctracting rules how that could be "conjucate beam of a indeterminant beam "

[@Musical-Pouria]

Love you

[@andrianabanilla4427]

can this method be applied to rigid frames?

[@NinjaMartin]

Have the same question. What’s the translation of the corner in a frame?